Abstract:The changes in the structural stress field before and after reservoir impoundment are of considerable importance in the study of reservoir-induced seismicity. This study focuses on the Jiuwanxi, Xiannvshan, and Gaoqiao faults in the head area of the Three Gorges Reservoir to investigate the stress field changes and the correlation between reservoir impoundment and earthquakes in the Three Gorges Reservoir. The water level change over 72 months since the impoundment in 2003 is selected to simulate the effect of reservoir water loads during different impoundment periods on the effective stress and shear strain increment in the study area. The true 3D geological modeling is implemented using the software RHINO, and the changes in the effective stress of the study area and the shear strain increment at a depth of 500 m underground are simulated using the finite-difference software FLAC3D. Simulation results show that the maximum and minimum principal stresses in the head area increase with the rise in water levels. Compared with those before impoundment, the maximum principal stress is increased by 5.8%, 13.1%, and 16.8% when the impoundment depth is 135, 145, and 177 m, respectively, and the minimum principal stress is increased by 20.5%, 20.5%, and 32.6%, respectively. A positive correlation exists between the principal stress value and the water level, and the change in water level plays a catalytic role in the occurrence of earthquakes. This study can provide a reference for earthquake predictions in the Three Gorges Reservoir.